CN111910621A - Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe - Google Patents
Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe Download PDFInfo
- Publication number
- CN111910621A CN111910621A CN201910390410.4A CN201910390410A CN111910621A CN 111910621 A CN111910621 A CN 111910621A CN 201910390410 A CN201910390410 A CN 201910390410A CN 111910621 A CN111910621 A CN 111910621A
- Authority
- CN
- China
- Prior art keywords
- heat pipe
- cast
- frozen soil
- permafrost
- heat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002689 soil Substances 0.000 title claims abstract description 11
- 238000001816 cooling Methods 0.000 title abstract description 5
- 238000001704 evaporation Methods 0.000 claims abstract description 12
- 230000005494 condensation Effects 0.000 claims abstract description 11
- 238000009833 condensation Methods 0.000 claims abstract description 11
- 230000008020 evaporation Effects 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims description 4
- 239000012530 fluid Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000010257 thawing Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/11—Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means
- E02D3/115—Improving or preserving soil or rock, e.g. preserving permafrost soil by thermal, electrical or electro-chemical means by freezing
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本发明涉及一种多年冻土区现浇灌注桩结合热管给冻土降温的结构,该结构包括置于多年冻土层内的现浇灌注桩和内设工质的热管。所述热管的下部蒸发段埋在所述现浇灌注桩中,上部冷凝段设在地表和建筑物之间;所述热管的上部设有散热器。本发明结构简单,易于实施,借助热管的工作特性可以显著降低桩基和桩基所处的多年冻土层的温度,从而防止桩基沉降。
The invention relates to a structure for cooling permafrost soil with cast-in-place piles combined with heat pipes. The structure includes cast-in-place piles placed in the permafrost layer and heat pipes with working fluids inside. The lower evaporation section of the heat pipe is buried in the cast-in-place pile, and the upper condensation section is arranged between the ground surface and the building; the upper part of the heat pipe is provided with a radiator. The invention has a simple structure and is easy to implement, and can significantly reduce the temperature of the pile foundation and the permafrost layer where the pile foundation is located by virtue of the working characteristics of the heat pipe, thereby preventing the settlement of the pile foundation.
Description
技术领域technical field
本发明涉及多年冻土区工程领域,尤其涉及一种多年冻土区现浇灌注桩结合热管给冻土降温的结构。The invention relates to the field of permafrost region engineering, in particular to a structure for cooling the frozen soil by combining a cast-in-place pile in a permafrost region with a heat pipe.
背景技术Background technique
在多年冻土区,现浇灌注桩是多年冻土区最常见的一种建筑基础方案,但是由于冻土升温或融化造成桩基沉降现象时常发生,冻土中的冰融化后体积变小,本身下沉,再者冻土融化后失去了原有的承载能力,导致桩基发生沉降,最终形成建筑物基础或其他工程基础产生不均匀变形,进而对建筑物等造成危害而无法使用。In permafrost regions, cast-in-place piles are the most common building foundation solutions in permafrost regions. However, the settlement of pile foundations often occurs due to the warming or thawing of frozen soil, and the volume of ice in the frozen soil becomes smaller after melting. It sinks itself, and the frozen soil loses its original bearing capacity after thawing, resulting in the settlement of the pile foundation, and finally the uneven deformation of the building foundation or other engineering foundations, which will cause damage to the building and cannot be used.
发明内容SUMMARY OF THE INVENTION
本发明所要解决的技术问题是提供一种解决在多年冻土区时常发生的因冻土融化而产生桩基沉降问题的多年冻土区现浇灌注桩结合热管给冻土降温的结构。The technical problem to be solved by the present invention is to provide a structure that solves the problem of pile foundation settlement caused by permafrost thawing that often occurs in permafrost regions, combined with heat pipes to cool the frozen soil.
为解决上述问题,本发明所述的一种多年冻土区现浇灌注桩结合热管给冻土降温的结构,其特征在于:该结构包括置于多年冻土层内的现浇灌注桩和内设工质的热管;所述热管的下部蒸发段埋在所述现浇灌注桩中,上部冷凝段设在地表和建筑物之间;所述热管的上部设有散热器。In order to solve the above problems, the present invention provides a structure of a permafrost area cast-in-place pile combined with a heat pipe to cool the frozen soil, characterized in that the structure includes a cast-in-place pile placed in the permafrost layer and an inner A heat pipe of working medium is provided; the lower evaporation section of the heat pipe is buried in the cast-in-place pile, and the upper condensation section is set between the ground surface and the building; the upper part of the heat pipe is provided with a radiator.
本发明与现有技术相比具有以下优点:Compared with the prior art, the present invention has the following advantages:
1、本发明热管的下部蒸发段埋在现浇灌注桩中,上部冷凝段设在地表和建筑物之间,热管的上部设有散热器,当热管工作时,工质在冷凝段向外界冷空气释放热量后降温液化,液化后的低温工质向下流动到蒸发段吸收桩基及其周边冻土层的热量,然后升温气化蒸发到热管冷凝段。这一过程在热管内周而复始的发生,直至蒸发段温度接近或高于冷凝段温度才终止。借助热管的工作特性可以显著降低桩基和桩基所处的多年冻土层的温度,从而防止桩基沉降。1. The lower evaporation section of the heat pipe of the present invention is buried in the cast-in-place pile, the upper condensation section is arranged between the surface and the building, and the upper part of the heat pipe is provided with a radiator. When the heat pipe works, the working medium is cooled to the outside in the condensation section. The air releases heat and then cools down and liquefies. The liquefied low-temperature working medium flows down to the evaporation section to absorb the heat of the pile foundation and its surrounding permafrost, and then heats up and evaporates to the condensation section of the heat pipe. This process occurs repeatedly in the heat pipe until the temperature of the evaporation section is close to or higher than the temperature of the condensation section. The temperature of the pile foundation and the permafrost layer in which the pile foundation is located can be significantly reduced by means of the working characteristics of the heat pipe, thereby preventing the pile foundation from settling.
2、本发明结构简单,易于实施。2. The present invention has a simple structure and is easy to implement.
附图说明Description of drawings
下面结合附图对本发明的具体实施方式作进一步详细的说明。The specific embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
图1为本发明的结构示意图。FIG. 1 is a schematic structural diagram of the present invention.
图2为本发明中热管工作原理图。FIG. 2 is a working principle diagram of the heat pipe in the present invention.
图中:1—多年冻土层;2—现浇灌注桩;3—地表;4—建筑物;5—热管;6—散热器;7—工质。In the figure: 1—permafrost layer; 2—cast-in-place pile; 3—surface; 4—building; 5—heat pipe; 6—radiator; 7—working medium.
具体实施方式Detailed ways
如图1~2所示,一种多年冻土区现浇灌注桩结合热管给冻土降温的结构,该结构包括置于多年冻土层1内的现浇灌注桩2和内设工质7的热管5。热管5的下部蒸发段埋在现浇灌注桩2中,上部冷凝段设在地表3和建筑物4之间;热管5的上部设有散热器6。As shown in Figures 1 and 2, a structure of a cast-in-place pile combined with a heat pipe to cool the frozen soil in a permafrost region includes a cast-in-
热管是一种利用工质蒸发吸热,液化放热的原理,实现单向导热的装置,在多年冻土区路基中广泛应用。在桩基施工阶段,待钻孔完成后,将一个或几个热管5绑在钢筋笼上置入钻孔中进行混凝土浇筑完成现浇灌注桩2的施工,热管5的下部蒸发段埋在现浇灌注桩2中,热管5上部冷凝段在地表3和建筑物4之间,热管5的上部装有散热器6,热管5内灌有工质7。上部冷凝段裸露在空气中,裸露在空气中的冷凝段增加了散热器6提高散热效率,热管5的数量和长度根据计算确定。The heat pipe is a device that realizes one-way heat conduction by utilizing the principle of evaporating heat absorption and liquefying heat release of the working medium, and is widely used in subgrades in permafrost areas. In the construction stage of the pile foundation, after the drilling is completed, one or
热管5工作时,热管5中的工质7在热管5蒸发段吸收热量蒸发成气态至热管5冷凝段,在热管5上部通过散热器6散发热量恢复成液体状态通过热管5内壁流至蒸发段。经过这样的循环过程,源源不断地向上输送热量,形成由下到上的单向导热,把现浇灌注桩2及其周边的多年冻土层1中的部分热量带至地表3以上的空气中,让多年冻土层1达到降温效果。多年冻土层1保持在低温状态就不会融化,从而保证了建筑物4基础或其他工程基础不会产生不均匀变形而对建筑物4等造成危害。When the
实施例 中国科学院青藏高原北麓河冻土工程与环境综合观测研究站(位于青藏高原腹地,北纬34°51.2',东经92°56.4',海拔4628米)地处多年冻土区,2017年房屋修建过程中部分桩基采用本发明:桩基桩径0.8m,桩长10m,热管蒸发段长8m,冷凝段长2.2m,有翅片部分长度1.4m,翅片宽度19mm,翅片间距10mm。房屋修建完成后的第一个冷季4m深度处含热管桩侧温度与天然场地温度相比最大温差可达2.61℃,即:4m深度处含热管桩侧温度比天然场地温度低2.61℃,可见含热管桩基有显著降温效果。Example The Chinese Academy of Sciences Qinghai-Tibet Plateau Beiluhe Permafrost Engineering and Environmental Comprehensive Observation and Research Station (located in the hinterland of the Qinghai-Tibet Plateau, 34°51.2'N, 92°56.4'E, 4628 meters above sea level) is located in a permafrost area, housed in 2017 Part of the pile foundation in the construction process adopts the invention: the diameter of the pile foundation is 0.8m, the length of the pile is 10m, the length of the heat pipe evaporation section is 8m, the length of the condensation section is 2.2m, the length of the finned part is 1.4m, the width of the fins is 19mm, and the distance between the fins is 10mm. . In the first cold season after the completion of the building, the maximum temperature difference between the side temperature of the heat-containing pipe pile at a depth of 4m and the natural site temperature can reach 2.61°C, that is, the temperature of the side of the heat-containing pipe pile at a depth of 4m is 2.61°C lower than that of the natural site. , it can be seen that the heat-containing pipe pile foundation has a significant cooling effect.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910390410.4A CN111910621A (en) | 2019-05-10 | 2019-05-10 | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910390410.4A CN111910621A (en) | 2019-05-10 | 2019-05-10 | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111910621A true CN111910621A (en) | 2020-11-10 |
Family
ID=73242945
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910390410.4A Pending CN111910621A (en) | 2019-05-10 | 2019-05-10 | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111910621A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113957884A (en) * | 2021-10-28 | 2022-01-21 | 机械工业第六设计研究院有限公司 | Design and construction method of cast-in-situ bored pile-hot rod combined foundation |
CN115030131A (en) * | 2022-05-31 | 2022-09-09 | 同济大学 | Heat pipe-based artificial formation freezing device and method |
CN115059061A (en) * | 2022-07-04 | 2022-09-16 | 中交第一公路勘察设计研究院有限公司 | Frozen soil area partition temperature control pile foundation, pile group system, design method and construction method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2589513Y (en) * | 2002-12-26 | 2003-12-03 | 刘纪福 | Heat pipe foundation pile applied to permafrost zone |
CN105113489A (en) * | 2015-08-20 | 2015-12-02 | 中国科学院寒区旱区环境与工程研究所 | Method of reducing concrete hydration heat of cast-in-place pile in permafrost region |
CN107794912A (en) * | 2017-09-26 | 2018-03-13 | 重庆交通大学 | A kind of precast reinforced concrete piles suitable for Permafrost Area and preparation method thereof |
CN210315513U (en) * | 2019-05-10 | 2020-04-14 | 中国科学院寒区旱区环境与工程研究所 | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe |
-
2019
- 2019-05-10 CN CN201910390410.4A patent/CN111910621A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2589513Y (en) * | 2002-12-26 | 2003-12-03 | 刘纪福 | Heat pipe foundation pile applied to permafrost zone |
CN105113489A (en) * | 2015-08-20 | 2015-12-02 | 中国科学院寒区旱区环境与工程研究所 | Method of reducing concrete hydration heat of cast-in-place pile in permafrost region |
CN107794912A (en) * | 2017-09-26 | 2018-03-13 | 重庆交通大学 | A kind of precast reinforced concrete piles suitable for Permafrost Area and preparation method thereof |
CN210315513U (en) * | 2019-05-10 | 2020-04-14 | 中国科学院寒区旱区环境与工程研究所 | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113957884A (en) * | 2021-10-28 | 2022-01-21 | 机械工业第六设计研究院有限公司 | Design and construction method of cast-in-situ bored pile-hot rod combined foundation |
CN115030131A (en) * | 2022-05-31 | 2022-09-09 | 同济大学 | Heat pipe-based artificial formation freezing device and method |
CN115059061A (en) * | 2022-07-04 | 2022-09-16 | 中交第一公路勘察设计研究院有限公司 | Frozen soil area partition temperature control pile foundation, pile group system, design method and construction method |
CN115059061B (en) * | 2022-07-04 | 2024-02-23 | 中交第一公路勘察设计研究院有限公司 | Frozen soil area partition control Wen Zhuangji, pile group system, design method and construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Pei et al. | Numerical evaluation of the cooling performance of a composite L-shaped two-phase closed thermosyphon (LTPCT) technique in permafrost regions | |
CN111910621A (en) | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe | |
Chen et al. | Numerical simulation on the performance of thermosyphon adopted to mitigate thaw settlement of embankment in sandy permafrost zone | |
Pei et al. | Geotemperature control performance of two-phase closed thermosyphons in the shady and sunny slopes of an embankment in a permafrost region | |
RU2416002C1 (en) | System for temperature stabilisation of structures foundation on permafrost soils | |
CN105113489B (en) | Method of reducing concrete hydration heat of cast-in-place pile in permafrost region | |
CN103485355B (en) | Frame-heat anchor pipe structure for preventing and treating cold-region slope collapse due to freeze thawing and construction method | |
CN210315513U (en) | Structure for cooling frozen soil by combining cast-in-place bored concrete pile in perennial frozen soil area with heat pipe | |
Shang et al. | Freezeback behavior of a cast-in-place pile foundation surrounded by two-phase closed thermosyphons in permafrost regions | |
CN111501659A (en) | An anti-freezing structure for a reservoir dam in a cold region and its construction method | |
CN110715568A (en) | One-way cold guide pipe utilizing phase change conduction | |
Pei et al. | Numerical optimization of the installing position for the L-shaped TPCT in a permafrost embankment based on the spatial heat control | |
CN108457655A (en) | The method for reducing Tunnel Construction in Permafrost Regions phase country rock freeze thawing circle range with hot pin | |
Sun et al. | Field test study of a novel solar refrigeration pile in permafrost regions | |
JP5389565B2 (en) | Geothermal air conditioning system | |
RU2250302C1 (en) | Heated pile | |
CN209619996U (en) | A kind of solar ejector refrigeration device being applicable in permafrost region | |
Yarmak Jr et al. | Thermosyphon design for a changing arctic | |
CN110714474A (en) | Pile foundation structure and method for quick refreezing and automatic refrigerating by using same | |
RU2256746C2 (en) | Method for ground cooling and heat-conduction pile for ground cooling | |
CN102021914A (en) | Thermal probe structure of bridge pile foundation | |
RU158306U1 (en) | COOLING DEVICE FOR TEMPERATURE STABILIZATION OF MULTI-FROZEN SOILS | |
RU147446U1 (en) | SEASONAL ACTING UNIT FOR COOLING ETERNAL-FROZEN SOILS OF BASES OF ENGINEERING STRUCTURES | |
CN104019567B (en) | Anti-freezing device applied to solar mirror field of plateau cold area | |
CN201915428U (en) | Hot rod structure for bridge pile foundation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |